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4'-4" <br />101-8" <br />4'-W <br />1015" <br />TE-1 <br />4" CONC. <br />o <br />a SLAB <br />o <br />FM-16x18 — <br />3'-6" 1 V-T <br />EXTEND <br />SLAB 1 1/2' <br />bo <br />Ido <br />I <br />TOP OF <br />" <br />SLAB I� I <br />az <br />I FM-16x18 <br />i1i < <br />v <br />i i 0'•0" FIN. ELEV. xl <br />w U <br />to 1 <br />I 4" PVC FIN. CONC. SLAB fD <br />I� CHASE <br />LL °0 <br />{i <br />Ix <br />III <br />I N i <br />lay <br />2,_6„ 27,_2„ <br />UP TO 2NO FLOOR <br />i� (FIELD VERIFY <br />I i EXACT LOCATION) <br />8 I <br />11 <br />I <br />CWC-t2x12 <br />1 <br />�? <br />— <br />zo <br />a <br />5o <br />51/2F ? <br />v <br />aao <br />3.0" <br />0 Ail <br />FMC-16x18 <br />. ILLN <br />I <br />F1-24X24 <br />• I4 I <br />I <br />#3 BARS <br />7'-0" LONG <br />W/ 10" HOOK <br />"H <br />8 <br />O ({1 O.C. <br />—1A <br />2 1A <br />r <br />I <br />IW LL) <br />Ig XTENDI I 11 <br />la WI <br />a FM- SLAB <br />I�al <br />11/2" <br />L 16x18 <br />t 1 <br />x <br />4 4 <br />3'-5" L_ <br />FM-16xt8 <br />— — — <br />1' " <br />FM• <br />4" CONC. <br />to <br />12x18 <br />1 SLAB 3 1/2" <br />in <br />N <br />F 2x18 N 1FM- <br />16'-0" <br />20'-8" <br />2,_8„ <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />FOUNDATION NOTES <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-U-0", SEE SURVEY PLOT FOR NAVD. <br />5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN <br />TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS <br />ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER <br />SERVICES. <br />6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />PROVIDE 1/2" FELT PAPER AT THE JOINT. <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL <br />DRAWINGS. <br />8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.1311INDICATES #5 BAR, ®INDICATES #6 BAR,ENDICATES #7 BAR VERTICAL <br />REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE <br />HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD SO - <br />HOOK BARS SHALL BE PLACED AS SHOWN IN HE PLANS. <br />12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = <br />30", #6 =36% AND REINFORCING SHALL BE CONTINUOUS. <br />13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL <br />REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE <br />SOIL BEARING CAPACITY OF 2,000 PSF, TRANSFER REINFORCING (TOP STEEL) HAS <br />BEEN DELETED UNLESS NOTED OTHERWISE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS <br />OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: <br />A) IN ALL WALL INTERSECTIONS 8) CHANGES IN ELEVATION <br />C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS <br />15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021=-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Pm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED <br />3'-0' O/C MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />I REMARKS <br />6x6 W1.4W 1.4 OVER <br />GENERAL <br />3 1/2" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-12XIS <br />17, <br />CONTINUOUS <br />18" <br />(2)#5's <br />Ho, -a, <br />FM-16X13 <br />IV, <br />CONTINUOUS <br />18" <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />181, <br />(2) #5's <br />VARIES <br />8" <br />SEE PLAN <br />8" <br />(1)#FS <br />IN <br />1T <br />CONTINUOUS <br />17' <br />(2)#5's <br />24" <br />1 24" <br />17, <br />(2)#5's <br />(2)#5's <br />(•)0'�"BELOW <br />ki N. RONALD REAGAN 8L <br />LONGWOOD,FL32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesigngroup•com <br />AA #: 0003325 <br />Pi <br />Q <br />6 <br />'evHDiv ec LOT:' <br />ABBOTT PARK <br />LOT #19 <br />BLK. #9 <br />2554-E301- <br />"DARWIN" <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />Im <br />PRINT 24 5 21 <br />DATE- / / <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s1 <br />